ADDENDUM 1.pdf
PDF 3 MB Posted
- Attached to
- US-385, Chadron North - Resurfacing & Bridge
- Solicitation number
- NH-385-4(141)
- Issued by
- Deuel County, Nebraska
About this file
This is Addendum 1 to the US-385, Chadron North Resurfacing & Bridge contract opportunity issued by the State of Nebraska. The addendum modifies the original solicitation for roadway upgrades to a Super-2 configuration on US-385 near Chadron, Nebraska, which includes adding passing lanes, performing subgrade and shoulder repairs, resurfacing, and completing necessary bridge and surface work. The addendum clarifies project specifications, requirements, and technical details to address questions or issues raised during the initial bidding period, ensuring all prospective bidders have consistent and complete information for preparing their proposals.
The specific modifications, clarifications, or additions contained within this addendum should be incorporated into all bids submitted for this project. Bidders are required to acknowledge receipt and review of Addendum 1 as part of their bid submission to ensure compliance with the updated contract requirements and specifications.
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Other files
| File | Type | Posted |
|---|---|---|
| Bid Notice-US-385_ Chadron North - Resurfacing _ Bridge.pdf |
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Text version
STATE OF NEBRASKA
DEPARTMENT OF TRANSPORTATION
ADDENDUM NO. 1
AND
ELECTRONIC BIDDING SYSTEM
AMENDMENT NO. 1
PROJECT NO. NH-385-4(141)
CONTROL NO. 51657
CALL NO. 500
US-385, CHADRON NORTH
LETTING DATE: OCTOBER 1, 2026
The Schedule of Items is amended as follows:
1. In Group 9 Stabilized Subgrade Type Cement and should read 181,912.000 SY.
2.
MGAL.
3.
TON.
The EBSX generated bid items sheets must show these corrections, or the bid will be void.
It should be noted that plan sheet C2 will not be revised to reflect these changes. The Project Manager is directed to make these changes as part of the AS BUILT plans.
On pages 160 to 175 of the Special Provisions, the provision titled ASPHALTIC CONCRETE PAVEMENT SMOOTHNESS (5-7-0126A) is void and superseded by the following:
ASPHALTIC CONCRETE PAVEMENT SMOOTHNESS
(5-7-1026)
Project No. NH-385-4(141) Addendum No. 1 both raw and
15 feet of the actual distance when distances are determined using GPS or within
NN
N
(1) Correctable Bumps
(2) Correctable Dips
(3) Correctable Segments
DEPARTMENT OF TRANSPORTATION
Devin Townsend, P.E.
Construction Engineer
Issued:
DT: 500AD110
NOTICE: Only the Contractors issued bidding proposals receive this addendum and responsibility for notifying any potential Subcontractors or Suppliers remains with the Contractor.
File details come from the government source that posted it. Updated .